Proc. IODP, 322, Data report: consolidation and permeability of sediments from Sites C0011, C0012, and C0018, IODP Expeditions 322 and 333, NanTroSEIZE Stage 2

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Chapter contents Abstract Introduction Methods Sampling Moisture and density Consolidation tests Results Compression index Permeability Maximum past effective normal stress Acknowledgments References Figures F1. Expedition 322 and 333 sites. F2. Lithostratigraphic columns. F3. Void ratio vs. vertical effective stress. F4. Consolidation tests, Site C0011. F5. Consolidation tests, Site C0012. F6. Consolidation tests, Site C0018. F7. Compression index. F8. Intrinsic permeability, Sites C0011 and C0012. F9. In situ intrinsic permeability, Sites C0011, C0012, and C0018. F10. Intrinsic permeability, Site C0018. F11. Overconsolidation ratio. Tables T1. Sample disturbance. T2. CRSC test conditions. T3. Nomenclature and symbols. PDF file			Previous \| Next doi:10.2204/iodp.proc.322.209.2014 References ASTM International, 2006. Standard test method for one-dimensional consolidation properties of saturated cohesive soils using controlled-strain loading (Standard D4186-06). In Annual Book of ASTM Standards (Vol. 04.08): Soil and Rock (I): West Conshohocken, PA (Am. Soc. Testing Mater.) http://www.astm.org/DATABASE.CART/HISTORICAL/D4186-06.htm Becker, D.E., Crooks, J.H.A., Been, K., and Jeffries, M.G., 1987. Work as a criterion for determining in situ and yield stresses in clays. Can. Geotech. J., 24(4):549–564. doi:10.1139/t87-070 Blum, P., 1997. Physical properties handbook: a guide to the shipboard measurement of physical properties of deep-sea cores. ODP Tech. Note, 26. doi:10.2973/odp.tn.26.1997 Casagrande, A., 1936. The determination of pre-consolidation load and its practical significance. In Casagrande, A., Rutledge, P.C., and Watson, J.D. (Eds.), Proc. 1st Int. Conf. Soil Mech. Found. Eng. Am. Soc. Civ. Eng., 3:60–64. Dugan, B., and Daigle, H., 2011. Data report: permeability, compressibility, stress state, and grain size of shallow sediments from Sites C0004, C0006, C0007, and C0008 of the Nankai accretionary complex. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.208.2011 Dugan, B., and Zhao, X., 2013. Data report: permeability of sediments from Sites C0011 and C0012, NanTroSEIZE Stage 2: subduction inputs. In Saito, S., Underwood, M.B., Kubo, Y., and the Expedition 322 Scientists, Proc. IODP, 322: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.322.208.2013 El-Dessouky, H.T., and Ettouney, H.M., 2002. Fundamentals of Salt Water Desalination: Amsterdam (Elsevier) Expedition 316 Scientists, 2009. Expedition 316 methods. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.132.2009 Expedition 322 Scientists, 2010a. Site C0011. In Saito, S., Underwood, M.B., Kubo, Y., and the Expedition 322 Scientists, Proc. IODP, 322: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.322.103.2010 Expedition 322 Scientists, 2010b. Site C0012. In Saito, S., Underwood, M.B., Kubo, Y., and the Expedition 322 Scientists, Proc. IODP, 322: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.322.104.2010 Expedition 333 Scientists, 2012a. Site C0011. In Henry, P., Kanamatsu, T., Moe, K., and the Expedition 333 Scientists, Proc. IODP, 333: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.333.104.2012 Expedition 333 Scientists, 2012b. Site C0012. In Henry, P., Kanamatsu, T., Moe, K., and the Expedition 333 Scientists, Proc. IODP, 333: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.333.105.2012 Expedition 333 Scientists, 2012c. Site C0018. In Henry, P., Kanamatsu, T., Moe, K., and the Expedition 333 Scientists, Proc. IODP, 333: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.333.103.2012 Fofonoff, N.P., 1985. Physical properties of seawater: a new salinity scale and equation of state for seawater. J. Geophys. Res.: Oceans, 90(C2):3332–3342. doi:10.1029/JC090iC02p03332 Guo, J., Likos, W.J., Underwood, M.B., Skarbek, R.M., Adamson, N., and Saffer, D., 2011. Data report: consolidation characteristics of sediments from Sites C0002, C0006, and C0007, IODP Expeditions 315 and 316, NanTroSEIZE Stage 1. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.213.2011 Holtz, R.D., and Kovacs, W.D., 1981. An Introduction to Geotechnical Engineering: Englewood Cliffs, NJ (Prentice-Hall). Long, H., Flemings, P.B., Germaine, J.T., Saffer, D.M., and Dugan, B., 2008. Data report: consolidation characteristics of sediments from IODP Expedition 308, Ursa Basin, Gulf of Mexico. In Flemings, P.B., Behrmann, J.H., John, C.M., and the Expedition 308 Scientists, Proc. IODP, 308: College Station, TX (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.308.204.2008 Lunne, T., Berre, T., and Strandvik, S., 1997. Sample disturbance effects in soft low plastic Norwegian clay. Publ.—Nor. Geotek. Inst., 204:81–102. Neuzil, C.E., 1994. How permeable are clays and shales? Water Resour. Res., 30(2):145–150. doi:10.1029/93WR02930 Saffer, D., Guo, J., Underwood, M.B., Likos, W., Skarbek, R.M., Song, I., and Gildow, M., 2011. Data report: consolidation, permeability, and fabric of sediments from the Nankai continental slope, IODP Sites C0001, C0008, and C0004. In Kinoshita, M., Tobin, H., Ashi, J., Kimura, G., Lallemant, S., Screaton, E.J., Curewitz, D., Masago, H., Moe, K.T., and the Expedition 314/315/316 Scientists, Proc. IODP, 314/315/316: Washington, DC (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.314315316.218.2011 Screaton, E., Rowe, K., Sutton, J., and Atalan, G., 2013. Data report: permeabilities of Expedition 322 and 333 sediments from offshore the Kii Peninsula, Japan. In Saito, S., Underwood, M.B., Kubo, Y., and the Expedition 322 Scientists, Proc. IODP, 322: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.322.210.2013 Song, C., Ekinci, M.K., and Underwood, M.B., in press. Data report: permeability and microfabric of mud(stone) samples from IODP Sites C0011 and C0012, NanTroSEIZE subduction inputs. In Saito, S., Underwood, M.B., Kubo, Y., and the Expedition 322 Scientists, Proc. IODP, 322: Tokyo (Integrated Ocean Drilling Program Management International, Inc.). doi:10.2204/iodp.proc.322.211.2015 Tobin, H.J., and Kinoshita, M., 2006. NanTroSEIZE: the IODP Nankai Trough Seismogenic Zone Experiment. Sci. Drill., 2:23–27. doi:10.2204/iodp.sd.2.06.2006 Top of page \| Previous \| Next

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